Tender For Restoration Of Rain Damages To Lwss Kamlah Mandap In Tehsil Dhar Ur Distt Mandi ( Hp )(Sh Construction Of Reinforced Cement Concrete Cantilever Retaining Wall For Protection Of Inspection Hut At Khanour ), Mandi-Himachal Pradesh
TDR : 56130762
Tender Notice
BOQ
7 Days Left
Mandi
Himachal Pradesh
Tender For Restoration Of Rain Damages To Lwss Kamlah Mandap In Tehsil Dhar Ur Distt Mandi ( Hp )(Sh Construction of Reinforced Cement Concrete Cantilever Retaining Wall For Protection Of Inspection Hut At Khanour )
Name of Work:- Restoration of Rain Damages to LWSS Kamlah Mandap in Tehsil Dhar ur Distt Mandi ( HP )(SH C/O RCC Cantilever Retaining Wall for Protection of Inspection Hut at Khanour )
Sl. No.
Item Description
1
Cutting in earth work and disposal of excavted earth in all kind of soil as directed by the Engineer in charge in all leads and lift as per direction and to the entire satisfaction of Engineer in charge.
2
Excavation in foundation, trenches ,etc in earth work,lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 cm. layers,when required into plinths sides of foundation etc.consolidating each depoisted layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.pick work / jumper work (50 % pick work & 50 % jumper work)as per direction and to the entire satisfaction of Engineer in charge.
3
Providing and laying cement concrete 1: 3 : 6 (1Cement : 3 sand : 6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundation & plinth as per direction and to the entire satisfaction of Engineer incharge.
4
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering, shutering,strutting,and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceilinf not exceeding 4 mtrs. And removal of the same for in-situ-reinforced concrete & plain concrete work in
5
Foundation footings bases of columns etc. and mass concrete including plinth beams and columns upto P.L. as per direction and to the entire satisfaction of Engineer in charge.
6
Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like as per direction and to the entire satisfaction of Engineer in charge.
7
Providing and laying cement concrete using M -20 with graded stone aggregate 20mm nominal size & curing complete excluding cost of form work and reinforcement for reinforced concrete work as per direction and to the entire satisfaction of Engineer in charge.
8
In foundation and footing,bases of columns, and the like mass concrete.as per direction and to the entire satisfaction of Engineer in charge.
9
Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth & string courses etc.from top of found. level upto floor two level as per direction and to the entire satisfaction of Engineer in charge.
10
Providing mild/tor steel reinforcement for R.C.C work including bending,binding and placing in position complete upto floor two level as per direction and to the entire satisfaction of Engineer in charge.
11
Boulder filling behind the wall as per direction and to the entire satisfaction of Engineer in charge. Please Enable Macros to View BoQ information
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